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    Multilayer Depth-Averaged Flow Model with Implicit Interfaces

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author:
    Cenling Xia
    ,
    Yee-Chung Jin
    DOI: 10.1061/(ASCE)0733-9429(2007)133:10(1145)
    Publisher: American Society of Civil Engineers
    Abstract: Using a depth-averaged model to obtain the velocity and pressure distributions in the vertical direction is difficult. A multilayer model is an option that can be used to improve on the depth-averaged model. However, the unknown flow depth needs to be predicted first and then divided into layers as an input for the multilayer model. An improved multilayer model is proposed here by introducing an implicit layer dividing interfaces that are associated with the flow velocity and pressure distribution. The formulation of interfaces also applies to boundary faces: Free surface and channel beds. Therefore, each flow layer behaves like that in the classical depth-averaged model. Subsequently the governing equations are also simplified due to the vanishing terms related to interfacial flow exchanges. This improved model has been satisfactorily applied to steady flow simulations in three cases: Flow over a slope transition from mild to steep, from steep to mild, and over a trapezoidal weir. The results demonstrate the efficiency and validity of the proposed models to simulate open channel flows with bed slope changes.
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      Multilayer Depth-Averaged Flow Model with Implicit Interfaces

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26207
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    contributor authorCenling Xia
    contributor authorYee-Chung Jin
    date accessioned2017-05-08T20:45:39Z
    date available2017-05-08T20:45:39Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%290733-9429%282007%29133%3A10%281145%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26207
    description abstractUsing a depth-averaged model to obtain the velocity and pressure distributions in the vertical direction is difficult. A multilayer model is an option that can be used to improve on the depth-averaged model. However, the unknown flow depth needs to be predicted first and then divided into layers as an input for the multilayer model. An improved multilayer model is proposed here by introducing an implicit layer dividing interfaces that are associated with the flow velocity and pressure distribution. The formulation of interfaces also applies to boundary faces: Free surface and channel beds. Therefore, each flow layer behaves like that in the classical depth-averaged model. Subsequently the governing equations are also simplified due to the vanishing terms related to interfacial flow exchanges. This improved model has been satisfactorily applied to steady flow simulations in three cases: Flow over a slope transition from mild to steep, from steep to mild, and over a trapezoidal weir. The results demonstrate the efficiency and validity of the proposed models to simulate open channel flows with bed slope changes.
    publisherAmerican Society of Civil Engineers
    titleMultilayer Depth-Averaged Flow Model with Implicit Interfaces
    typeJournal Paper
    journal volume133
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2007)133:10(1145)
    treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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